Theory of plastic mechanism control of dissipative truss moment frames

详细信息    查看全文

• 作者：Alessandra Longo ; Rosario Montuori ; ^{R.MONTUORI@UNISA.IT} ; Vincenzo Piluso
• 关键词：Ductile truss moment frames ; Special devices ; Plastic design ; Kinematic theorem of plastic collapse
• 刊名：Engineering Structures
• 出版年：2012
• 出版时间：April 2012
• 年：2012
• 卷：37
• 期：Complete
• 页码：63-75
• 全文大小：860 K

文摘

An innovative structural typology using energy dissipating devices, such as friction devices or hysteretic devices, is proposed to design truss moment frames exhibiting high energy dissipation capacity. The configuration of the proposed structural system consists in a special Truss Moment Frame where the energy dissipation is provided by means of special devices located at the ends of truss girders at the bottom chord level and connecting the bottom chord of the truss girder to the column. For this innovative structural typology, namely Dissipative Truss Moment Frames (DTMFs), an advanced design approach is developed and proposed in this work. In particular, the proposed design approach is able to guarantee, under seismic forces, the development of a collapse mechanism of global type assuring that all the dissipative devices are involved and plastic hinges develop only at the base of first storey columns. This result is of primary importance in earthquake resistant design, because partial and local failure modes are responsible of the worsening of the energy dissipation capacity leading to an increased risk of collapse under destructive ground motions.

The member sections of the truss girders and the threshold axial resistance of the special dissipative devices are assumed to be known quantities, because they are designed to withstand vertical loads, whereas the unknowns of the design problem are the column sections. According to the kinematic theorem of plastic collapse, they are obtained by imposing that the equilibrium curve corresponding to the global mechanism has to lie below those corresponding to all the undesired mechanisms within a displacement range compatible with the local ductility supply of dissipative zones and devices. In addition, the presented approach includes also the influence of second order effects and accounts for the concentrated forces acting on the truss girders, resulting from the actions transmitted by secondary beams.

In addition, the design algorithm for the application of the proposed design procedure is discussed and presented in detail by means of a worked example. Finally, aiming at a preliminary validation of the proposed design methodology, the results of non-linear static analyses (push-over) are also reported.